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| Lead Project: 121-01-0024 | |||
| Parish: BOSSIER, WEBSTER | |||
| Routes: LA 527 | |||
| Description: JUNCTION LA 157 - JUNCTION LA 163 | |||
| Type Const:
grad, drain struct, cold planing asph conc pvmt, in-place cement treated bc, pavt patching, superpave asphaltic conc pavement, asphaltic surface treatment, and related work. | |||
| Estimated Construction Cost: $2,520,688.24 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 17464 | BENTON & BROWN, LLC. | $2,546,972.04 |
| 2 | 08584 | MADDEN CONTRACTING CO., INC. | $3,006,844.74 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BENTON & BROWN, LLC. |
- 2 - MADDEN CONTRACTING CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 42 | SQYD | 75.00 | 3,150.00 | 40.00 | 1,680.00 | ||||
| 202-02-H | removal of guard rail | 200 | LNFT | 4.00 | 800.00 | 5.50 | 1,100.00 | ||||
| 202-02-I | removal of culvert pipe | 70 | LNFT | 6.00 | 420.00 | 50.00 | 3,500.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 24,000.00 | 24,000.00 | 16,000.00 | 16,000.00 | ||||
| 203-07 | borrow (vehicular measurement) | 6,000 | CUYD | 15.00 | 90,000.00 | 14.00 | 84,000.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 55,286 | SQYD | 6.40 | 353,830.40 | 8.85 | 489,281.10 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
620 | CUYD | 33.00 | 20,460.00 | 45.00 | 27,900.00 | ||||
| 502-01 | superpave asphaltic concrete | 15,291.7 | TON | 70.00 | 1,070,419.00 | 78.25 | 1,196,575.53 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
3,000.0 | TON | 80.00 | 240,000.00 | 120.45 | 361,350.00 | ||||
| 507-01-A | asphaltic material (crs-2p cold applied emulsion) | 16,498 | GAL | 2.00 | 32,996.00 | 2.20 | 36,295.60 | ||||
| 507-02-C | aggregate (s3) | 53,218 | SQYD | 2.30 | 122,401.40 | 2.60 | 138,366.80 | ||||
| 509-01 | cold planing asphaltic pavement | 47,027 | SQYD | 1.20 | 56,432.40 | 1.90 | 89,351.30 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 980 | CUYD | 0.90 | - 882.00 | 1.00 | - 980.00 | ||||
| 510-01-A | pavement patching (6" minimum thickness) | 1,000 | SQYD | 41.00 | 41,000.00 | 58.00 | 58,000.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 64 | LNFT | 170.00 | 10,880.00 | 140.00 | 8,960.00 | ||||
| 701-08 | relaying pipe | 132 | LNFT | 225.00 | 29,700.00 | 130.00 | 17,160.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 22 | LNFT | 175.00 | 3,850.00 | 150.00 | 3,300.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 4 | LNFT | 185.00 | 740.00 | 180.00 | 720.00 | ||||
| 701-15 | concrete collar | 23 | EACH | 990.00 | 22,770.00 | 700.00 | 16,100.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 150.0 | LNFT | 71.50 | 10,725.00 | 58.00 | 8,700.00 | ||||
| 704-03 | blocked out guard rail | 75.0 | LNFT | 26.40 | 1,980.00 | 20.00 | 1,500.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,640.00 | 10,560.00 | 2,400.00 | 9,600.00 | ||||
| 712-04 | flexible revetment | 450 | SQYD | 73.00 | 32,850.00 | 90.00 | 40,500.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 65,000.00 | 65,000.00 | 118,500.00 | 118,500.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 100 | LNFT | 1.00 | 100.00 | 0.01 | 1.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.800 | MILE | 345.00 | 5,106.00 | 400.00 | 5,920.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.275 | MILE | 325.00 | 2,039.38 | 1.00 | 6.28 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 48.041 | MILE | 545.00 | 26,182.35 | 1.00 | 48.04 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 930 | EACH | 2.00 | 1,860.00 | 1.35 | 1,255.50 | ||||
| 716-01-A | mulch (vegetative) | 40.0 | TON | 800.00 | 32,000.00 | 550.00 | 22,000.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,750.00 | 5,750.00 | 10,000.00 | 10,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 118,500.00 | 118,500.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 71.50 | 286.00 | 60.00 | 240.00 | ||||
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 110.00 | 660.00 | 70.00 | 420.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,012 | EACH | 5.60 | 5,667.20 | 5.10 | 5,161.20 | ||||
| 732-01-E | plastic pavement striping (24" width) | 60 | LNFT | 3.20 | 192.00 | 2.90 | 174.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.885 | MILE | 2,650.00 | 63,295.25 | 2,410.00 | 57,562.85 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.266 | MILE | 760.00 | 2,482.16 | 690.00 | 2,253.54 | ||||
| 735-01 | mailboxes | 75 | EACH | 1.10 | 82.50 | 1.00 | 75.00 | ||||
| 735-02 | mailbox supports (single) | 43 | EACH | 135.00 | 5,805.00 | 125.00 | 5,375.00 | ||||
| 735-03 | mailbox supports (double) | 16 | EACH | 190.00 | 3,040.00 | 175.00 | 2,800.00 | ||||
| 739-01 | hydro-seeding | 20.24 | ACRE | 1,675.00 | 33,902.00 | 1,100.00 | 22,264.00 | ||||
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | ||||
| S-001 | sawcutting existing concrete drives (4" minimum depth) | 296 | LNFT | 15.00 | 4,440.00 | 18.00 | 5,328.00 | ||||
| CONTRACTOR TOTAL | 2,546,972.04 | 3,006,844.74 | |||||||||